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GORE RD over E FORK NETTLE CR

Map

Coordinates:
+41.38613, -88.44319
41°23'10" N, 88°26'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GORE RD over E FORK NETTLE CR
Structure number:032382100000000
Old structure number:000032382130665 (from 1992 edition)
Location:0.44 M W LISBON RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:31.2 ft. [9.5 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,950 [as of 2015]
Truck traffic:24% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodExcellent195086.8
June 2013GoodVery GoodVery GoodExcellent270084.8
June 2009GoodVery GoodVery GoodExcellent285081.0
June 2005GoodVery GoodVery GoodExcellent285081.0
July 2001GoodExcellentVery GoodExcellent85087.8
July 1999GoodExcellentVery GoodExcellent10999.0